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Determine footing moment analysis for given demonstration.
Ans:
Assuming effective depth as d, Bending moment M at the face of column
M = ((273.60 x 2.80 x (1.40 - 0.205)2)/2kN-m
= 547 kN-m = 547 x 106N.mm
d = (M/kb)1/2
Here K is obtained from exact formed table, L = 2800 rnm
d = (547 x 106)/(2.76 x 2800)
= 266 mm
You can see that in this particular example, one way shear controls the thickness of the footings. Effective depth of 530 mm is selected.
how did the formula derived smax = Ed1 a ?T/d 2
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